Results 271 to 280 of about 14,588,988 (348)
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, 2020
This study reports a series of centrifuge model tests, aiming at investigating the effects of construction sequence of twin stacked tunnels advancement on an existing pile group under working load in dry sand.
Mukhtiar Ali Soomro +4 more
semanticscholar +1 more source
This study reports a series of centrifuge model tests, aiming at investigating the effects of construction sequence of twin stacked tunnels advancement on an existing pile group under working load in dry sand.
Mukhtiar Ali Soomro +4 more
semanticscholar +1 more source
Seismic Response from Centrifuge Model Tests of a Scoured Bridge with a Pile-Group Foundation
, 2020A series of seismic centrifuge tests were performed on an RC girder-type bridge with a 3 × 3 pile-group foundation embedded in dry sand to investigate the seismic behavior under various sc...
F. Liang, Xu Liang, Hao Zhang, Chen Wang
semanticscholar +1 more source
Engineering structures, 2019
Characterizing the effect of varying model parameters on the seismic performance of bridges is a desirable assistance to retrofits of existing bridges and designs of new bridges, especially for those in complex geotechnical conditions where scour and ...
Xiaowei Wang, A. Ye, B. Ji
semanticscholar +1 more source
Characterizing the effect of varying model parameters on the seismic performance of bridges is a desirable assistance to retrofits of existing bridges and designs of new bridges, especially for those in complex geotechnical conditions where scour and ...
Xiaowei Wang, A. Ye, B. Ji
semanticscholar +1 more source
Earthquake engineering & structural dynamics (Print), 2020
To investigate the seismic response of a pile group during liquefaction, shaking table tests on a 1/25 scale model of a 2 × 2 pile group were conducted, which were pilot tests of a test project of a scale‐model offshore wind turbine with jacket ...
Y. Ko, Yi‐Ting Li
semanticscholar +1 more source
To investigate the seismic response of a pile group during liquefaction, shaking table tests on a 1/25 scale model of a 2 × 2 pile group were conducted, which were pilot tests of a test project of a scale‐model offshore wind turbine with jacket ...
Y. Ko, Yi‐Ting Li
semanticscholar +1 more source
The Elastic Analysis of Compressible Piles and Pile Groups
Géotechnique, 1971Synopsis The response of rigid and compressible single piles embedded in a homogeneous isotropic linear elastic medium has been obtained by a rigorous analysis based on Mindlin's solutions for a point load in the interior of an ideal elastic medium. The analytical method is described and is extended to analyse axially loaded rigid and compressible ...
R. Butterfield, P. K. Banerjee
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General elastic analysis of piles and pile groups
International Journal for Numerical and Analytical Methods in Geomechanics, 2000zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Xu, K. J., Poulos, H. G.
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, 2020
Pile foundations, especially partially embedded in soils, are vulnerable parts of bridges under seismic loadings. In this study, to investigate seismic failure mechanisms of partially-embedded reinforced concrete (RC) pile-group foundations, a series of ...
Tengfei Liu, Xiaowei Wang, A. Ye
semanticscholar +1 more source
Pile foundations, especially partially embedded in soils, are vulnerable parts of bridges under seismic loadings. In this study, to investigate seismic failure mechanisms of partially-embedded reinforced concrete (RC) pile-group foundations, a series of ...
Tengfei Liu, Xiaowei Wang, A. Ye
semanticscholar +1 more source
The Problem of Pile Group–Pile Cap Interaction
Géotechnique, 1971Synopsis The Paper presents an elastic analysis of two problems concerning the interaction with the supporting ground of an arbitrarily spaced group of piles, embedded in a smooth ground contacting pile cap of any shape, namely the load displacement behaviour of the system and the load distribution between the piles in the group and the cap.
R. Butterfield, P.K. Banerjee
openaire +1 more source
Earthquake engineering & structural dynamics (Print), 2019
This paper presents results of one‐g shake‐table tests on scoured pile‐group‐supported bridge models in saturated (liquefiable) and dry (nonliquefiable) sands.
Xiaowei Wang +3 more
semanticscholar +1 more source
This paper presents results of one‐g shake‐table tests on scoured pile‐group‐supported bridge models in saturated (liquefiable) and dry (nonliquefiable) sands.
Xiaowei Wang +3 more
semanticscholar +1 more source
, 2020
Pile group effect is crucial for correct estimation of the hydrodynamic force on a pile within a pile-group foundation of sea-crossing bridge during earthquakes unlike the case of single isolated pile.
Wu An-jie, Yang Wan-li
semanticscholar +1 more source
Pile group effect is crucial for correct estimation of the hydrodynamic force on a pile within a pile-group foundation of sea-crossing bridge during earthquakes unlike the case of single isolated pile.
Wu An-jie, Yang Wan-li
semanticscholar +1 more source